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Home My WebLink AboutR-2006-056 Roosevelt Avenue Drainage Improvements AgreementRESOLUTION NO. R — 2006 - 56 A RESOLUTION authorizing and directing the City Manager to execute an agreement for drainage improvements to Roosevelt Avenue. WHEREAS, the City desires to improve the drainage on Roosevelt Avenue to prevent flooding of adjacent properties; and WHEREAS, the City Council deems it to be in the best interest of the City to authorize the City Manager to execute an agreement to accomplish needed improvements; now, therefore BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager of the City of Yakima is hereby authorized and directed to execute an agreement for drainage improvements to Roosevelt Avenue. The agreement shall be in a final form acceptable to the City Attorney. ADOPTED BY THE CITY COUNCIL this 4th day of April, 2006 ATTEST: City Clerk vid Edler, Mayor CONTRACT THIS AGREEMENT, made and entered into in triplicate, this Lfo day of Are: 1 , 2006, by and between the City of Yakima, hereinafter called the Owner, and Ken Leingang Excavating, Inc., a Washington Corporation, hereinafter called the Contractor WITNESSETH. That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF• $ 16,295.00, for Roosevelt Avenue Drainage Improvements, Project No. 2168, all in accordance with, and as described in the attached plans and specifications and the 2006 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Five (5) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA this ai day of t 2006. Attest: City Manager City Clerk CITY CONTRAC r N0 RESOLUTION NO: K' -v06 By CONTRACTOR Ken Leingang Excavating, Inc., a Washington Corporation or (Print Name) Its (% v 77 (President, Owner, etc.) Address: 1117 North 27th Avenue Yakima, WA 98902 SEE COTG CITY OF YAKIMA STORM DRAIN IMPROVEMENTS INFLTRATION TRENCH SECTIONS A -A, 5-5 AND C -C w i i u i > 25'-O" o i>a-s G - • A _� v REPAIR ROAD- PER CITY STANDARDS I ' I NEW I2' DIA PIPE - II EXISTING DRYWELL - t EXISTING PIPE t CATCH BASIN PER CITY STANDARDS REPAIR AND EXTEND ROAD TO CURB LOCKED FIRE GATE PROVIDED t INSTALLED BY OWNER 4---0 1 EXISTIN = OLLARDS STUMP HYDRANT TO R - AIN 5 5 FEUWSPAVEMENT ITING MEM Apr I V IIIIIIIMMNOMMININNIzmm IMMUNE eel s- no I• R NSTALL •EXG BOLLARD 4I Amira/I, SAWCUT IL OF CURB FOR NEW DRIVEWAY PROVIDE NEW DRIVEWAY CURB t GUTTER AT TWO INLETS ROOSEVELT AVENUE -r• ASPHALT TIGHT AND :FLUSH W/ TO OF CURB TO FORM STOP FOR STREET STORM WATER RUNOFF SLOPE ENTRANCE ASPHALT INTO 6% SMOOTH 8' WIDE SPEED BUMP MQti! PULL WIDTH OF ENTRANCE -.-.._._.-.-.ri-...._ 1_ .__w ._._. 4;4_ . ___ . _ 0/7 vi 4G , •4 IRRIGATION SLEE PROVIDE AND INSTALL CITY APPROVED STORM DRAIN SYSTEM AS NOTED. NEW 30' CATCH BASIN WITH GRATE TOP, 12' DIA PVC OUTLET PIPE TO EXISTING CATCH BASIN INSTALL PER CITY STANDARD DETAIL DI WITH OUT REMOVABLE PVC TEE t W/ OUTLET ELEVATION AT I8' ABOVE BOTT OF CATCH BASIN IPUM L ECTR/',;, fl POWER DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering Division 129 North Second Street Yakima, Washington 98901 (509) 575-6111 • Fax 576-6305 K. Wendell Adams, City Engineer April 5, 2006 RE: Request for bid for Drainage Improvements on Roosevelt Ave. Perspective Bidder: The City of Yakima is seeking bids to make minor drainage improvements in the vicinity of Roosevelt Avenue and 34th Avenue. The work shall be completed by May 19, 2006. This bid request is being sent to the following three contractors: Durand's Inc., Herke Rock and Construction, and Ken Leingang Excavating, Inc. The work on Roosevelt Avenue consists of purchasing and installing a new catch basin type 1, purchasing and installing 12 -inch diameter PVC pipe from the new catch basin to an existing catch basin (approx. 10 feet), replacing the curb and gutter removed to install the new pipe and catch basin, and repairing the adjacent asphalt concrete pavement. The work to be done on 34th Avenue is to construct an underground infiltration basin 40 feet long by 10 feet wide by five feet deep, which includes a 36 -inch diameter perforated pipe. This work will require approximately 140 cubic yards of structure excavation including haul; 40 linear feet of shoring; 38 linear feet of perforated pipe, 36 -inch diameter; 120 tons of gravel backfill for drywell; connecting the new underground infiltration basin to an existing drywell with 12 -inch diameter PVC pipe; and repairing the roadway by placing 9 inches of crushed surfacing base course (approx. 24 ton) and 3 inches of commercial HMA (approx. 9 ton). These quantities are not guaranteed to be accurate, and are listed only for the convenience of the contractor in submitting his bid. The projects shall be completed within five (5) working days. Please submit your lump sum bid, including tax, to the City's Engineering Division prior to 2:00 pm on Monday, April 17, 2006, at which time the bids will be opened. The project will be awarded to the low bidder. Thank you for your interest in this project. If you have any questions, feel free to call me at 576-6797. Sincerely, --W,VA---4-1 C(1 ---6,—/K Brett H. Sheffield, PE Surface Water Engineer City of Yakima Yakima wasriciati 1'iir 1994 ENGLEWOOD AVE. HIGHVIEW DR. • �• N L ROOSEVELT AVE. N. 34TH AVE ROJECT SITE CITY OF YAKIMA STORM DRAIN IMPROVEMENTS —1—._ NEW INFLTRATION TRENCH SEE SECTIONS A -A. E -B AND C C REPAIR ROAD- PER CITY STANDARDS NEW I2 DIA PIPE EXISTING DRYWELL EXISTING PIPE t CATCH BASIN PER CITY STANDARD RE ADR AND BR TEND LOCKED PERE GATE PROVIDED t INSTALLED BY OWNER �--� 4 EXISTIN - •LLARDS STUMP HYDRANT TO AIN 5 r SUM 0 SAWCUT IL OF CURS FOR NEW DRIVEWAY -•-W- -•-•- PROVIDE NEW DRIVEWAY CURE t GUTTER AT TWO INLETS ba 6S ROOSEVELT AVENUE PROVIDE AND INSTALL CITY APPROVED STORMp DRAIN SYSTEM A5 NOTED. NEWCATCH BASIN WITHAGRATE *OP. IY DIA PVC 0 ET PIPE TO EXISTING CATCH BASIN INSTALL PER CITY STANDARD DETAIL DI WITH OUT REMOVABLE PVC TEE t W/ OUTLET ELEVATION AT 18' ABOVE BOTT OF CATCH BASIN 0 NEW PLUSHEXISTING NSTALL EXG BOLLARD ASPHALT TIGHT AND :PLUSH W/ TO OF CURB TO FORM STOP:: POR STREET STORM WATER RUNOFF SLOPE ENTRANCE ASPHALT INTO SMOOTH 8` WIDE SPEED SUMP MOM PULL WIDTH OF ENTRANCE ._.-.-.-.,.:_._ --Frc --- BRI DDETE A CONTECH Company 1.800-344-2102 mref® BRIDGETEm A CONTECH Company 1-800-344-2102 0 m P J o 1 2 3 1:t Hk lag FRAME AND VANED GRATE 30. 8" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP * (STD. SPEC. 9-05.20) 12" SOLID WALL PVC (STD. SPEC. 9-05.12(1)) 15" PROFILE WALL PVC (STD. SPEC. 9-05.12(2)) 15" * CORRUGATED POLYETHYLENE STORM SEWER PIPE BAR EACH CORNER 18" MIN. #3 BAR HOOP NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The precast base section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION EXPIRES JULY I. 2007 CATCH BASIN TYPE 1 STANDARD PLAN B-1 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 11-08-05 _ STAR DSANNSIMMER DATE W,., EIA D.., SI TlAgw,hbn In 8 LEVELING PADS 2" x 1 1/8" x 1/8" r f M014 —1 IJ 1 5/8" MAX:— SLOT DETAIL & NOTE 1 t FLOW PLAN VIEW 24" r 1 � L J I � L J 7 OR 8 EQUAL SPACES DIRECTION OF FLOW SECTION OB b N in E In fn SECTION OA NOTES 1. Men bolt down grates are specified in the Contract, provide two slots in the grate that are vertically aligned with the holes in the flame. Location of bolt down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. For frame details, see Standard Plan B -2a. SLOT DETAIL I EXPIRES JULY I, 2003 VANED GRATE FOR CATCH BASIN AND CONCRETE INLET STANDARD PLAN B -2b SHEET 1 OF 1 SHEET MOM IwMNIEMOreuwEwrvvDanAEr171EUM walwcOwun MONO.. Awp1.1....M1111. MOAgTOVa FORIIMuyTAAV I NM MALE AUTWRRN..n'�" � . p .A' " °" A°°M`�"" " RMS. APPROVED FOR PUBLICATION Harold J. Peterfeso 06-17-02 012002 DELETED VANE DETAIL. AWED SLOT DETAILS REv15E0 MOMS. STATEDEJ *."'GaW DATE W.P*8laa Daft D.e T.aTrparNRya DATE REVISION BY .W Or • IV ITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting Of April 4, 2006 Consideration of a resolution authorizing and directing the City Manager to execute an agreement for drainage improvements to Roosevelt Avenue. Department of Community and Economic Development, Engineering Division CONTACT PERSON/TELEPHONE: SUMMARY EXPLANATION: ook, Director of Community and Economic Development Brett Sheffield, P.E., Surface Water Engineer 576-6797 Attached is a resolution authorizing the City Manager to execute an agreement for drainage improvements to Roosevelt Avenue. The existing drainage on Roosevelt Avenue, between 34th Avenue and 35th Avenue consists of one catch basin that drains to a drywell. Due to the steep grade of Roosevelt Avenue in this area, the catch basin only captures a portion of the stormwater runoff from the road. The runoff that bypasses the catch basin runs down the Ponderosa Retirement Home driveway and floods their basement. The work will include installing another catch basin, enlarging the existing drywell, and constructing a wide asphalt berm to channel the water to the new catch basin. Resolution XX Ordinance Other (Specify) Contract XX Mail to (name and address): Phone: Funding Source Fund 473 ewater APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Adopt the resolution. BOARD/COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. 842006-56